Vulcraft Roof Catalog/REV2 PDF Free Download

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2001

VULCRAFTA Division of Nucor CorporationSTEEL JOISTS AND JOIST GIRDERS,STEEL ROOF AND FLOOR DECK,COMPOSITE & NON COMPOSITE FLOOR JOISTSFOR MORE INFORMATION,CONTACT A VULCRAFT SALES OFFICEVULCRAFTMANUFACTURING LOCATIONS:P.O. Box 637 Brigham City, UT 84302* (435) 734-9433Fax: (435) 723-5423P.O. Box 100520 Florence, SC 29501 (843) 662-0381Fax: (843) 662-3132P.O. Box 680169 Fort Payne, AL 35968 (256) 845-2460Fax: (256) 845-2823P.O. Box 186 Grapeland, TX 75844 (936) 687-4665Fax: (936) 687-4290P.O. Box 59 Norfolk, NE 68702 (402) 644-8500Fax: (402) 644-8528P.O. Box 1000 St. Joe, IN 46785 (260) 337-1800Fax: (260) 337-1801P.O. Box 280 Chemung, NY 14825 (607) 529-9000Fax: (607) 529-9001*STEEL JOISTS, JOIST GIRDERS AND COMPOSITE JOISTS ONLY.Website Address: www.vulcraft.comThe 65,000-seat multi-purpose Alamo Dome, San Antonio, Texas408,800 ft 2 NA G90 Painted White.Architects: Marmon Barclay Souter Foster Hays and HOK SportsFacilities Group; Structural Engineer: W.E. Simpson Co. Inc.; ProjectManager: Day & Zimmermann, Inc.; Structural Contractor: LydaIncorporated; Steel Fabricators: Crown Steel Inc. and IndustrialMechanical Co.; Steel Erector: John F. Beasley Construction Co.The 29-story First Indiana Plaza in downtown Indianapolis used439,440 square feet of Vulcraft 3” composite deck.Developer: Duke Associates; Architect: CSO Architects, Inc.;Design Architect: 3dI International; Constrction Manager: DukeConstruction Management, Inc.; Structural Engineer: Walter P. Moore &Associates; Steel Fabricator: Ferguson Steel Company.

TABLE OF CONTENTSFINISHES:Vulcraft offers a selection of three finishes:prime painted, galvanized and black(uncoated).Galvanized - Vulcraft galvanized decks aresupplied from mill coated sheets conforming toASTM-A653-94, Structural Quality, and FederalSpec. QQ-S-775, and they are offered in twozinc coated finishes.(1) G-90 - .9 ounce/sq.ft.(2) G-60 - .6 ounce/sq.ft.The information presented in this cataloghas been prepared in accordance withrecognized engineering principles and is forgeneral information only. While it is believed tobe accurate, this information should not beused or relied upon for any specific applicationwithout competent professional examinationand verification of its accuracy, suitability andapplicability by an engineer, architect or otherlicensed professional.NON-COMPOSITE FLOOR DECK TYPE (TYPE “C”) (CONFORM)Conform (Type C).190.6C .20, 211.0C .22, 231.3C .24, 251.5C .26, 272C .28, 293C .30, 31Specifications and Commentaries.32 thru 39Floor-Ceiling Assemblies with Form Decks .40Non-Composite & Composite Deck Details.41COMPOSITE FLOOR DECK (TYPE “VL”)1.5 VL & 1.5 VLI .42, 431.5 VLR.44, 452 VLI .46, 473 VLI .48, 49Specifications and Commentaries.50 thru 59Floor-Ceiling Assemblies with Composite Deck .60, 61Maximum Cantilever Spans.62Web Crippling Data .63SDI Pour Stop Selection Table.64CODE OF RECOMMENDED STANDARD PRACTICECode of Recommended Standard Practice .65, 66DIAPHRAGM SHEAR STRENGTH AND STIFFNESSDiaphragm Shear Strength and Stiffness .67Typical Fastener Layout/ Example .681.5 B, F, A .69 thru 803N .81 thru 84Conform (Type “C”) Normal Wt. Concrete.85Conform (Type “C”) Light Wt. Concrete.86Conform (Type “C”) Type 1 Fill.87, 88Conform (Type “C”) Type 2 Fill.89, 90Composite Deck .91, 92Publications .96FRONT COVER PICTURE:The University of Houston’s indoor practice facility can beconfigured for football, track, tennis, basketball and volleyball.Development Manager: Hines Interests; Design Architect: HOK Sports FacilitiesGroup; Production Architect: Kendall/Heaton Associates; General Contractor: D.E.Harvey Builders; Steel Fabricator: Eagle Fab; Steel Erector: Postel-Smith, Inc.DIAPHRAGMVULCRAFT, a division of NucorCorporation, has provided this catalog for useby engineers and architects, using Vulcraft steeldecks. It includes all products available at thetime of printing. We reserve the right tochange, revise or withdraw any products orprocedures without notice.1.5B .31.5F .41.5A .53N .61.0E .7Cellular Deck .8Specifications and Commentaries.9 thru 16Fire Resistance Ratings .17Accessories .18COMPOSITEPrime painted - prior to applying a baked-onacrylic medium gray primer, the cold rolledsheet is chemically cleaned and pre-treated.An off-white primer is available at an additionalcost.ROOF DECK (TYPE “B”, “F”, “A”, “N”, AND “E”)NON-COMPOSITESteel roof and floor decks have long beenrecognized for their economy because of theirlight weight and high strength-to-weight ratio.They provide a durable and attractive roof orfloor system for fast all-weather construction.Steel decks also provide excellent lateraldiaphragm action thus reducing the necessityfor structural bracing and their incombustiblenature assures architects, engineers andowners of excellent fire ratings.Typical Dimensions .2ROOFVULCRAFT, a leader in the steel joist andjoist girder industry offers a complete range ofsteel decking at the five strategically locateddeck manufacturing facilities. The deck isaccurately roll formed in varying configurationson the most modern high-speed roll formingequipment available.

TECHNICAL PRODUCT INFORMATIONApproximate Dimensions in InchesNebraskaSouth CarolinaIndianaDeck Type1.5B, 1.5BI, 1.5BA, 1.5BIAGage 66.00 3.50BC1.75363636363636366.00 3.50 1.75TBPTB6.00 4.25 0.50366.00 4.25 0.50366.00 5.00 0.38NA1.88248.00 5.38 1.88248.00 5.38 1.883.67 0.900.90333.67 1.00 1.00364.00 1.13 1.132.50 0.750.752.50 0.62 0.62303030303.67 0.900.90333.67 1.00 1.0036-324.57 1.06 1.06NA6.00 1.75 .00 4.250.5036All366.005.000.38366.005.000.38366.00 5.000.38All248.005.381.88248.005.381.88248.00 .5FROOFC6.00 3.50 63.50Alabama / New YorkTexas---1.5A---3N, 3NI*, 3NA, 3NIA*1.0E0.6C and 0.6CSV**3036363630303030303535352.50 0.75 0.75NON-COMPOSITE1.0C and 1.0CSV*4.00 1.13 1.131.3C and 1.3CSV1.5C3036363636363636--30363636---6.00 1.75 3.506.00 1.753.503612.0 5.005.003612.0 5.00 5.003612.0 5.00 5.004.753612.0 4.754.753612.0 4.75 4.753612.0 4.75 4.753.501.75366.00 3.501.75366.00 3.50 1.75366.0 3.50 1.756.001.753.50366.00 1.753.50366.00 1.75 3.50366.0 1.75 3.503612.05.005.003612.0 5.005.003612.0 5.00 5.003612.0 5.00 5.003612.04.754.753612.0 4.754.753612.0 4.75 4.753612.0 4.75 4.752C3C1.5VL and 1.5VLICOMPOSITE1.5VLR2VLI3VLINOTES:21.2.3.4.5.6.* This profile is not available from Indiana.** This profile is not available from Nebraska.Only Indiana offers 16 gauge for 1.5B, 3N, and 3NA profiles.No profile in 16 gauge is available from Alabama.Cellular deck (not shown) is available only from Nebraska.Gauge thickness of 21 gauge is not recommended

1.5 B, BI, BA, BIASECTION PROPERTIESDeckDesignWeight 10.2470.2890.3270.411FyKSI60333333333333ACOUSTICAL INFORMATIONDeckType1.5BA, 1.5BIA125.11Absorption Coefficient25050010002000.20.631.04.664000.36* Source: Riverbank Acoustical Laboratories — RAL A94–185.Test was conducted with 1.5 inches of 1.65 pcf fiberglass insulationon 3 inch EPS Plaza deck for the SDI.Noise ReductionCoefficient*.65ROOFMaximum Sheet Length 42'-0 — ICBO Approved (No.3415)Factory Mutual ApprovedDeck type & gauge — Max. deck span1.5B22, 1.5BI22. 6’-0”1.5B20, 1.5BI20. 6’-6”1.5B18, 1.5BI18. 7’-5”FM Approvals No. 0C8A7.AM & 0G1A4.AMType B (wide rib) deck provides excellent structuralload carrying capacity per pound of steel utilized,and its nestable design eliminates the need for dieset ends.1" or more rigid insulation is required for Type Bdeck.Acoustical deck (Type BA, BIA) is particularlysuitable in structures such as auditoriums, schools,and theatres where sound control is desirable.Acoustic perforations are located in the verticalwebs where the load carrying properties arenegligibly affected (less than 5%).Inert, non-organic glass fiber sound absorbing battsare placed in the rib openings to absorb up to 65%of the sound striking the deck.Batts are field installed and may require separation.VERTICAL LOADS FOR TYPE 1.5BNo. ofSpans123DeckTypeB 24B 22B 21B 20B 19B 18B 16B 24B 22B 21B 20B 19B 18B 16B 24B 22B 21B 20B 19B 18B 16Max.SDI 11071211527989102114134151190Allowable Total (Dead Live) Uniform Load (PSF)Span (ft.-in.) C. to C. of tes: 1. Load tables are calculated using sectional properties based on the steel design thickness shown in theSteel Deck Institute (SDI) Design Manual.2. Loads shown in the shaded areas are governed by the live load deflection not in excess of 1/240 of the span.A dead load of 10 PSF has been included.3 ** Acoustical Deck is not covered under Factory Mutual3

ROOF1.5 FMaximum Sheet Length 42'-0Extra Charge for Lengths Under 6'-0ICBO Approved (No.3415)Factory Mutual ApprovedDeck type & gauge — Max. deck span1.5F22. 4’-11”1.5F20. 5’-5”1.5F18. 6’-3”FM Approvals No. 0C8A7.AMSECTION 50.03290.03580.04180.0474Weight 95FyKSI3333333333Type F (intermediate rib) deck is designed toprovide the most economical combination ofstructural load carrying capacity and insulationmaterials. The rib openings permit fast and easyinstallation, and the nestable design eliminates theneed for die-set ends. 1" rigid insulation isrecommended for Type F deck.VERTICAL LOADS FOR TYPE 1.5FNo. 19F18F22F21F20F19F18Max.SDI �-06068748910165727992104819099115130Allowable Total (Dead Live) Uniform Load (PSF)Span (ft.-in.) C. to C. of 353464082695850449580685951107907766581. Load tables are calculated using sectional properties based on the steel design thickness shown in theSteel Deck Institute (SDI) Design Manual.2. Loads shown in the shaded areas are governed by the live load deflection not in excess of 1/240 of the span.A dead load of 10 PSF has been 428322528303540

1.5 AROOFMaximum Sheet Length 42'-0Extra Charge for Lengths Under 6'-0ICBO Approved (No.3415)Factory Mutual ApprovedDeck type & gauge — Max. deck span1.5A22. 4’-10”1.5A20. 5’-3”1.5A18.